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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | ₹8.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.5 L+₹26,311.19 (3.20%)Rejected-AOC | ₹8.5 L+₹26,311.19 (3.20%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical SHABANA MANZIL IRIKKUR | IRIKKUR | KANNUR | KERALA | - | - | Rejected-Technical 889766.81 |
| 4 | Rejected-Technical SAJI SEBASTIAN PO 670571 | KANNUR | KERALA | 670571 | - | - | Rejected-Technical 847396.17 |
| 5 | Rejected-Technical | - | - | Rejected-Technical 857828.80 |
| Sl No | Description | Qty | Unit | VIJESHMON K V L6 | Marzooque K L2 | Sajeer C V K L5 | ABDUL SAMAD P P L1 | SCARIA MANICKHATHAN L4 | SAJI SEBASTIAN L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00RETARRING | |||||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 19.6 | cum | 63.78 ₹1,250.09 | 51.02 ₹999.99 | 53.57 ₹1,049.97 | 49.49 ₹970 Lowest | 53 ₹1,038.8 | 51.02 ₹999.99 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 8.75 | cum | 66.31 ₹580.21 | 53.05 ₹464.19 | 55.7 ₹487.38 | 49.31 ₹431.46 Lowest | 55 ₹481.25 | 53.05 ₹464.19 |
| 1.00 | OD383657/2025-2026:Granular Sub-base with departmental Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material (Based on 4.1.A.2) | 57.91 | cum | 294.81 ₹17,073.92 | 235.84 ₹13,658.67 | 247.63 ₹14,341.49 | 229.08 ₹13,267.17 Lowest | 250 ₹14,478.75 | 235.82 ₹13,657.52 |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 11.38 | cum | 3,962.66 ₹45,114.88 | 3,170.13 ₹36,091.93 | 3,328.64 ₹37,896.57 | 3,075.03 ₹35,009.22 Lowest | 3,200 ₹36,432 | 3,170.13 ₹36,091.93 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 68.25 | cum | 11,157.7 ₹7,61,513.03 | 8,926.14 ₹6,09,209.06 | 9,372.47 ₹6,39,671.08 | 8,658.38 ₹5,90,934.44 Lowest | 9,000 ₹6,14,250 | 8,926.16 ₹6,09,210.42 |
| 1.01 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 30.6 | cum | 4,380.75 ₹1,34,050.95 | 3,504.6 ₹1,07,240.76 | 3,679.83 ₹1,12,602.8 | 3,399.46 ₹1,04,023.48 Lowest | 3,600 ₹1,10,160 | 3,504.6 ₹1,07,240.76 |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 204 | sqm | 100.26 ₹20,453.04 | 80.21 ₹16,362.84 | 84.22 ₹17,180.88 | 76 ₹15,504 Lowest | 82 ₹16,728 | 80.21 ₹16,362.84 |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 204 | sqm | 23.45 ₹4,783.8 | 18.76 ₹3,827.04 | 19.7 ₹4,018.8 | 17 ₹3,468 Lowest | 20 ₹4,080 | 18.76 ₹3,827.04 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 204 | sqm | 364.84 ₹74,427.36 | 291.87 ₹59,541.48 | 306.46 ₹62,517.84 | 281.75 ₹57,477 Lowest | 295 ₹60,180 | 291.87 ₹59,541.48 |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
25 Dec 2025, 12:00 pmClosed
NIJIN RAJ T
Office of the Assistant Engineer, LID EW Section, Naduvil Grama Panchayat
Annual Plan-48/26-Improvements to Naduvil Erodi road Naduvil GP-General Civil Work
2025_LSGD_822289_2
AE/NGP/TN/7/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Naduvil GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,185
Yes
3 Feb 2026
18 Dec 2025
26 Dec 2025
18 Dec 2025
25 Dec 2025
18 Dec 2025
Amount
RETARRING
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD383657/2025-2026:Granular Sub-base with departmental Material (Table 400.1)<br>(A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material (Based on 4.1.A.2)
4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
Marzooque K (BID ID -2447232)
SAJI SEBASTIAN (BID ID -2447536)
SCARIA MANICKHATHAN (BID ID -2447551)
Sajeer C V K (BID ID -2447311)
VIJESHMON K V (BID ID -2446928)
Bidder Name
SAJI SEBASTIAN
SCARIA MANICKHATHAN
VIJESHMON K V
ABDUL SAMAD P P
Marzooque K
Sajeer C V K
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